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1)  Huaiyin Water Control Project
淮阴水利枢纽
2)  Huai an Water Resources Project
淮安水利枢纽
1.
On the development of tourism of Huai an Water Resources Project;
对淮安水利枢纽旅游开发的思考
3)  hydraulic complex
水利枢纽
1.
Closure gate design for diversion tunnel of Xiaorongjiang Hydraulic Complex;
小溶江水利枢纽导流洞封堵闸门设计
2.
Sanzuodian hydraulic complex locates at the downstream of the influent Yen river of Xiliao river in Chifeng city, Inner Mongolia, which is the key project for flood control and water supply for the city in the basin plan of Songhua river and Liao river, which main task is to improve the flood control and water supply standard where locates at the distance 35Km from hydraulic complex.
 三座店水利枢纽工程位于内蒙古赤峰市境内西辽河支流阴河下游,是列入松花江和辽河流域规划和赤峰市城市防洪供水规划的重点骨干工程,主要任务是提高位于枢纽下游35km处的赤峰市的防洪标准以及向赤峰市供水。
4)  hydro-junction
水利枢纽
1.
Study on coupling of 3D visualization with numerical simulation for powerhouse excavation of a certain hydro-junction;
某水利枢纽厂房开挖三维可视化与数值模拟耦合研究
2.
Discussion on seepage prevention of deep overburden layer ofXiabandi hydro-junction in Xinjiang;
新疆下坂地水利枢纽工程深覆盖层防渗问题探讨
3.
Video monitoring system has been widely applied in safe production monitoring for hydro-junction, and gradually developed from traditional security monitoring to management monitoring.
视频监控系统在水利枢纽的安全生产监控中应用非常普遍,并逐步由传统的安防监控向管理监控发展,进行模拟系统的网络化、数字化改造将是必然趋势。
5)  hydro junction
水利枢纽
1.
Based on analyzing affecting factors of the designed lowest navigable stage, the problem of calculating the designed lowest navigable stage at downstream stretch of hydro junction is generalized as a nonlinear functional relation between input and output.
在分析影响水利枢纽下游河段设计最低通航水位因素的基础上 ,将设计最低通航水位计算问题概括为一种非线性输入输出的泛函关系 ,以人工神经网络原理建立推算水利枢纽下游河段设计最低通航水位的BP神经网络模型 。
2.
In this paper, achievements gained in conservating soil and water conservation plantation in Wanjiazhai hydro junction region have been introduced.
本文介绍了万家寨水利枢纽区水土保持林建设所取得的成绩。
6)  key water control project
水利枢纽
1.
Engineering geological problems of Xiaoliangdi key water control project Yellow River and their disposal measures;
黄河小浪底水利枢纽工程地质问题及其处理措施
2.
Hydrofracturing insitu stress mesasurements of three boreholes in Wanjiazhai key water control project have been carried out.
万家寨水利枢纽工程进行了3个钻孔的水压致裂地应力测量。
3.
The reasonable share of investment in a key water control project is the base to calculate the profit correctly.
水利枢纽工程投资费用合理分摊是正确计算各部门效益的前提,本文首先使用主次分摊法、枢纽指标系数分摊法、效益比例分摊法、可分离投资费用 剩余效益分摊法等常用方法对小浪底枢纽工程投资费用进行分摊。
补充资料:淮阴水利枢纽
      淮河下游具有综合效益的重要水利枢纽工程,又名杨庄水利枢纽。位于江苏省淮阴市西杨庄,地当中运河和里运河衔接处,废黄河、盐河和淮沭河亦交汇于此,是分泄淮河干流洪水和沟通京杭运河与淮北诸河航运的关键工程。1128年(见中国历史地理)后,黄河、淮河、运河即交汇于此。20世纪50年代以来,结合治淮,以杨庄为中心,先后兴建杨庄闸、涟水闸、二河闸、淮沭闸、淮阴老船闸、淮阴船闸、盐河船闸和淮沭船闸。此外,还建有张福河船闸,在盐河引水处建有小型水电站。每年汛期,通过二河闸引水到淮阴水利枢纽,设计可调洪水3000立方米/秒,经由淮沭河北上入新沂河;可调洪水300立方米/秒,经杨庄闸入废黄河东流入海。灌溉季节,通过二河闸和里运河引水到淮阴水利枢纽,设计可调水750立方米/秒,供下游各市、县灌溉之用。
  

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